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Historical Perspective of Soil Mech. & Geotech. Eng

Historical Perspective of Soil Mech. & Geotech. Eng. The record of the first use of soil as a construction material by man kind is lost in antiquity. In true engineering sense, there is no ‘Geotechnical Engineering’prior to the 18th Century.

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Historical Perspective of Soil Mech. & Geotech. Eng

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  1. Historical Perspective of Soil Mech. & Geotech. Eng The record of the first use of soil as a construction material by man kind is lost in antiquity. In true engineering sense, there is no ‘Geotechnical Engineering’prior to the 18th Century. One of the most famous example of problems related to soil bearing capacity and foundations in the construction of structures prior to 18thcentury is the Leaning Tower of Pisa in Italy. The construction of the Tower began in 1173 A.D. and last over 200 years.

  2. Historical Perspective of Soil Mechanics and Geotechnical Eng The Leaning Tower of Pisa, Italy. Morning, 1 March 2004. SW view Height: 54 m; Max tilt: 5 m out of plumb Tilt direction: E, N, W, and S. Weight: 15,700 tons; Base: φ = 20 m; Reason: a weak clay layer at 11 m depth Solution: excavation of soil from north side for about 70 tons. .

  3. Historical Perspective of Soil Mechanics and Geotechnical Eng Study of soil behavior in a more methodical manner in the area of geotechnical engineering started in the early part of the 18thcentury, and last to 1927. The development of soil mechanics can be divided into four phases, according to Skempton(1985): 1, Preclassicalperiod (1700-1776); rough classification of soils; 2, Classical soil mechanics –Phase I (1776-1856) started from French scientist Coulomb’s presentation on determining the sliding surface in soil behind a retaining wall; ended by the publication of Rankine’spaper on earth lateral pressure. Rankin’s theory is a simplification of Coulomb’s theory.

  4. Historical Perspective of Soil Mechanics and Geotechnical Eng 3, Classical soil mechanics –Phase II (1856-1910) started from the publication of a paper on the permeability of sand filters by French engineer Darcy in 1856. 4, Modern soil mechanics (1910-1927) marked by a series of important studies and publications related to the mechanic behavior of clays, most noticeable, Atterberg(1911) on consistency of clayey soils, the Atterberglimits; Bell (1915) on lateral pressure and resistance of clays; Terzaghi(1925) on theory of consolidation for clays.

  5. Historical Perspective of Soil Mechanics and Geotechnical Eng Geotechnical Engineering after 1927 The development of Geotechnical Engineering as a branch of Civil Engineering is absolutely impacted by one single professional individual –Karl Terzaghi(1883-1963). His contribution has spread to almost every topic in soil mechanics and geotechnical engineering covered by the test book

  6. Historical Perspective of Soil Mechanics and Geotechnical Eng Born: October 2, 1883 in Prague Died: October 25, 1963 in Winchester, Massachusetts He was married to Ruth D. Terzaghi, a geologist. He won the Norman Medal of ASCE four times (1930, 1943, 1946, and 1955). He was given nine honorary doctorate degrees from universities in eight different countries. He started modern soil mechanics with his theories of consolidation, lateral earth pressures, bearing capacity, and stability.

  7. Historical Perspective of Soil Mechanics and Geotechnical Eng “Few people during Terzaghi’slifetime would have disagreed that he was not only the guiding spirit in soil mechanics, but that he was the clearing house for research and application throughout the world.” -Ralph B. Peck Photo: Acceptance remarks from life long educator Ralph B. Peck at the OPAL & 41st Annual OCEA Awards gala held on April 28, 2001, Washington, DC.

  8. Historical Perspective of Soil Mechanics and Geotechnical Eng Fundamentals •Basic mathematics –Derivation, integration, differential equation •Basic mechanics –Hooke’s law, and Darcy’s law •Basic units and constants –Force, pressure, stress, strain, etc.

  9. Basic mechanics–Hooke’s law, and Darcy’s law Hooke’s law in macroscopic form f=−ku Hooke’s law in microscopic form σ=Mε

  10. Physics of Groundwater Flow: Darcy’s law

  11. Common mechanic properties: Density; Elastic properties: -elastic modulii stress: force per unit area; Special case: stress in fluid is called pressure, the stress at a given point in all directions are the same –isotropic stress. Strain: deformation in a unit length, area, or volume.

  12. Common mechanic properties:

  13. Common mechanic properties:

  14. Common mechanic properties:

  15. Common mechanic properties:

  16. Common mechanic properties:

  17. Practice Problems Readings: DAS Textbook,

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